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A sieve analysis has been performed on the alluvial deposits with the raw data given in Table 2: Soil Mechanics Course Work, UOG, UK

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A sieve analysis has been performed on the alluvial deposits with the raw data given in Table 2: Soil Mechanics Course Work, UOG, UK

UniversityUniversity of Glasgow (UOG)
SubjectSoil Mechanics Course Work

Classification

A sieve analysis has been performed on the alluvial deposits with the raw data given in Table 2.

1) Classify the alluvial deposit.

A falling cone test has been performed on the marine clay with the relevant test data given in Table 3.

2) Determine the liquid limit of the marine clay.

3) Given the plastic limit is 20% classify the marine clay.

Stress states
4) Which of the layers at this site will make the biggest contribution to the expected settlement and why?

In order to estimate the settlement in a soil layer, it is necessary to know the initial and final effective vertical stress states.

5) Explain what the initial and final effective stress states are and where they should be calculated.

6) Determine the initial and final vertical stress state.

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